Shaking Table Test of High Pier and Small Radius Curved Bridge under Multi-point Excitation

Table 1

Similar constants.

Properties	Physical quantity	Dimension	Similitude function	Similitude parameter
Geometric	Length	(L)	Sl	1/20
Material properties	Elastic modulus	(FL)^−2	SE	1/1.57
	Strain	—	Sσ/SE	1
	Stress	(FL)^−2	Sσ = SE	1/1.57
	Mass	(F/LT)^−2		1/1570
	Density	(FL)^−3	Sσ/(SaSl)	5.10
Load performance	The force	(FL)^−2		1/628
Dynamic properties	Time	(T)		1/7.07
	Acceleration	(LT)^−2	Sa	2.5